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HYDRO25723
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HYDRO25723
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Entry Properties
Last modified
8/24/2016 8:45:23 PM
Creation date
11/20/2007 5:49:54 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
Hydrology
Doc Date
4/27/1999
Doc Name
QUARTERLY SEDIMENTATION POND INSPECTIONS SENECA II-W MINE
From
SENECA COAL CO
To
DMG
Permit Index Doc Type
SEDIMENT POND INSPECTIONS
Media Type
D
Archive
No
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PERIODIC INBPECTION PORN <br />Watsr, eedimsat, or Blurry Inpouadmenta <br />INSPECTOR'S NAME: Michael Altavilla DATE: 03/30/99 <br />NPDES I.D. NO.: CO-0000221 ^_P. 006 <br />FACILITY CONFIGURATION: Croee-Valley Pond DATE LAST INSPECTION: ~tt/98 <br />SITE NAME: Pond 1006/P a-ce ting Raein LOCATION: NWtc NWtr Sec. 22 TcN R88W <br />MINE NAME: _saneca ii-W Mine (can a -oat of LOCATION: 8 mi_ S of Hayden. CO <br />MINE I.D. NO.: CMi.txn erm't No_ -8 -OC7 OWNER'S REP.: Brad Brown, can Mar <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />Foundation preparation (removal of vegetation, etumpe, topsoil: <br />Lift thickness: <br />From underdrain pipes: <br />At isolated points on embankment elopes: <br />At natural hillside: <br />Over widespread areas: <br />From downstream foundation area: <br />"Boils" beneath stream or ponded water: <br />Compaction according to approved plan: <br />Burning (specify extent and location): <br />Angle of elope: 3:1 upstream, 3:1 downstream <br />*Seepage (specify location, color, and approximate volume) <br />7. Cracks or ecarpe on crest: <br />8. Cracks or ecarpe on elope: <br />9. Sloughing or bulging on elope: <br />10. *Major erosion problems: <br />11. Surface movements in valley bottom or on hillside: <br />12. *Eroeion of toe: <br />13. *Water impounded against toe: <br />14. Existing embankment freeboard: Approximately <br />15. Increase Decrease in water level: No change <br />16. <br />17. <br />18. <br />19 <br />20 <br />Cracks, bulging, or erosion on upstream face: <br />Visible sumps or sinkholes in slurry surface: <br />*Clogging <br />Spillway channels and pipes: <br />Decant system: <br />Diversion ditches: <br />No <br />12 in <br />No <br />Yee No <br />Total = 6.1 <br />Yes No <br />Yes <br />Yee <br />Yee o <br />Yee <br />Yee ,,,® <br />Yes <br />Yee o <br />Yee <br />Yee t~O <br />Yee <br />Yee <br />Yee ©O <br />e.s feet <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />*Cracking or crushing of pipes <br />Spillway pipes: <br />Decant system: <br />Trash racks clear and in place: <br />feet <br />Yee N® N/A <br />Yee No <br />Yee ® N/A <br />Yee No <br />Yee ~ N/A <br />Yee ~ N/A <br />Yee No <br />Yee No N® <br />*Major adverse changes in these items could cause instability and should be reported to the <br />Engineering Manager and Mine Superintendent for further evaluation. Adverse conditions noted <br />in these items should normally be described (extent, location, volume, etc.) in the apace on <br />the back of this sheet. <br />
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